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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAccepted-AOC | L1 | Accepted-AOC Being Lowest Bidder | |
| 2 | L2₹23.6 L+₹2.7 L (12.8%)Rejected-Finance 521 DR K L ACHAL VANSHI COLONY JAISALMER 345001 RAJ | JAISALMER | RAJASTHAN | 345001 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹25.4 L+₹4.5 L (21.4%)Rejected-Finance JAISALMER | JAISALMER | RAJASTHAN | 342310 | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹26.5 L+₹5.6 L (26.7%)Rejected-Finance 77 KAILASH PURI BIKANER RAJASTHAN PIN 334001 | BIKANER | RAJASTHAN | 334001 | L4 | Rejected-Finance Not Lowest Bidder |
Tender Value
₹24.9 L
EMD Value
₹49,816
Closing Date
26 Jun 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE (AF) Jaisalmer
GE (AF) Jaisalmer
PROVN OF BASKET BALL COURT OF KV SCHOOL AT AF STATION JAISALMER
2025_MES_710942_1
8318/GE/E8
Open Tender
Miscellaneous Works
Item Rate
120 days
GE (AF) Jaisalmer
As Per Tender Documents
7 documents required · 7 mandatory
₹500
GE (AF) Jaisalmer
₹49,816
Yes
24 Jul 2025
28 May 2025
28 Jun 2025
28 May 2025
26 Jun 2025
12 Jun 2025
Amount
Exacavating over areas, not exc 1.5 mtr deep and getting out sofit/loose soil complete all as specified and directed by Engineer-in-Charge.
M&L for Rolling and consolidating formation Surfaces in cutting with power roller 8 tonne& 12 tonne incl watering as necessary and consolidating to required level, gradient or camber complete all as specified and directed by Engineer-in-Charge.
M&L for treating the bottom and sides of excavation entire area at the rate of 5 ltr of emulsion per square meter of surface area complete all as specified and directed by Engineer-in-Charge.
M&L for 100 mm thick soiling with broken boulders or quaried stone size range 100mm to 50 mm, interstices filled, filler materials with coarse aggregate of size 12.5 mm down surface formed and rolled and consolidated to required and camber complete all as specified and directed by Engineer-in-Charge.
M&L for WMM 150 mm thick (compacted thickness) in two layer (75mm thick in each layer) with course aggregate grading 2 (63 to 40mm size) spread, rolled, watered and consolidated to gradient and camber required with powered steel wheel tandem roller complete all as specified and directed by Engineer-in-Charge. Note: excavated soil shall be removed outside MD land complete all as specified and directed by Engineer-in-Charge.
M&L for Preparing surfaces by brushing with wire brushes for removing caked mud e tc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and directed by Engineer-in-Charge.
M&L for Applying evenly a priming/tack coat with bituminous primer with cold emulsion @10 kg per 10 sq metre using paving bitumen over bituminous macadam complete all as specified and directed by Engineer-in-Charge.
M&L for 50 mm thickness (consolidated thick ness) Premix bituminous, macadam laid mechnical paver finisher and rolled with power roller 8 to 12 Ton roller compacted to required gradient and camber and binder content 4% by weight of total mix complete all as specified and directed by Engineer-in-Charge.
M&L for Applying evenly a priming/tack coat with bituminous primer with cold emulsion at 5kg per 10 sq metre using paving bitumen complete all as specified and directed by Engineer-in-Charge.
M&L for 40 mm thicknesss (consolidated thickness) Bituminous premix asphaltic dense concrete laid mechnical paver with 5.5% binder content by weight of total mix, (with 7% bitumen replaced by sheeded waste plastic as per RC SP 98-2013) rolled and compacted to required camber and gradient complete all as specified and directed by Engineer-in-Charge.
M&L for Premixed sand seal coat with 0.06 cu.m. of sand mixed with 6.8 kg of bitumen, applied and rolled to a uniform smooth surface complete all as specified and directed by Engineer-in-Charge.
Supply and apply of all weather proof acrylic synthetic five layers flooring system for basket ball court complete all as specified and directed by Engineer-in-Charge. (a) Filler course:- Providing and laying one layer of acrylic resurface blended with silica sand. (b) Cushion course:- Providing and laying two layers of smooth cushioned finish in preparation for the texture and finish courses. (c) Texture colour course :- Providing and laying one coat of colour provides a uniform surface texture. (d) Finish colour course:- Providing and laying one coat of colour will create durable finish highly resistant to weather and ultraviolet degradation. (e) Game Line marking:- Providing and laying of game line marking per standard.
M&L for Providing Basket ball poles 02 Nos with following specification complete all as specified and directed by Engineer-in-Charge :- (a) Excavation in post holes of size 1.0x1.0X1.0 Mtr and removal of soil b) PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in foundation filling. c) 200 mm nominal bore of MS pipe of medium weight and 10 mm thick base plate of size 0.6x0.6 mtr and 100 mm dia stay pipe for extra support to the post at swan neck portion of the pipe. (d) 180 cmX 105 cm transparent acrylic board 20 mm thick and fixing arrangement to MS pipe including dunking ring and nylon net complete all as specified and directed. (e) PU spray paint on MS posts complete all as specified.
M&L for cement concrete 1.2.4 Type B1 (using 20 mm graded stone aggregate) in surface channel and drains complete all as specified and directed by Engineer-in-Charge.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft loose soil complete all as specified
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance n.exc 50m and making good surface in soft/ loose soil complete all as specified
M&L for PCC 1:3:6 Type C2 as in foundations, filling and mass concrete complete all as specified
M&L for Pre-cast cement concrete block (1:3:6) Type C1 (using 20mm graded stone aggregate) exc. 10 cm in width as in block masonry built in CM 1:6 etc complete all as specified.
M&L 15mm thick Rendering in cement mortar 1:6 on stone masonry surfaces or other than of fair faces of brick work or concrete sur faces, finished even and fair complete.
M&L for Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified
S&F for PVC coated chainlink fencing 4mm dia size of mesh 100mmx100mm to any type of standards, rails etc complete all as specified
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified
M&L for applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/ litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 Sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified
M&L two coat of synthetic enemel paint over a coat of primer incl preparation of over steel surface complete all as specified
MARUDHARA CONSTRUCTION COMPANY (BID ID -3336564)
M/S MAYA CONSTRUCTION COMPANY (BID ID -3329133)
M/S VISHNOI ENTERPRISES (BID ID -3328678)
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tech_bid_open.pdf
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